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3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations

Author(s): (School of Engineering The University of British Columbia Kelowna Canada)
ORCID (Resilient & Green Infrastructure School of Engineering The University of British Columbia Kelowna Canada)
(Department of Civil, Geological, and Mining Engineering Ecole Polytechnique de Montreal Montreal Canada)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 9, v. 52
Page(s): 2830-2851
DOI: 10.1002/eqe.3898
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.3898.
  • About this
    data sheet
  • Reference-ID
    10730822
  • Published on:
    30/05/2023
  • Last updated on:
    04/08/2023
 
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